FAP 29 over TN R/SOURR/FAU 5395&3619
Map
Coordinates:
+35.05480, -85.3152235°03'17" N, 85°18'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP 29 over TN R/SOURR/FAU 5395&3619 |
Structure number: | 33FA0271001 |
Location: | SR-29 / TENN. RIVER |
Purpose: | Carries highway over highway, waterway, and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 375.0 ft. [114.3 m] |
Total length: | 2745.2 ft. [836.7 m] |
Roadway width between curbs: | 126.3 ft. [38.5 m] |
Deck width edge-to-edge: | 129.9 ft. [39.6 m] |
Vertical clearance below bridge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 15 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 73,130 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 73.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $2,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Good | Fair | 73130 | 73.0 |
March 2015 | Good | Good | Good | Good | 69690 | 84.0 |
April 2013 | Good | Good | Good | Good | 72410 | 84.0 |
April 2011 | Good | Good | Good | Good | 81040 | 84.0 |
March 2009 | Good | Good | Good | Good | 82450 | 84.0 |
May 2007 | Good | Good | Good | Good | 66880 | 85.0 |
June 2005 | Good | Good | Good | Good | 66070 | 85.0 |
August 2003 | Good | Good | Good | Good | 61170 | 85.0 |
March 2003 | Fair | Good | Satisfactory | Good | 61700 | 85.0 |
December 2000 | Fair | Good | Satisfactory | Good | 55100 | 85.0 |
March 1999 | - | - | - | - | 11210 | 0.0 |
July 1997 | Poor | Poor | Satisfactory | Good | 60730 | 73.0 |
June 1995 | Poor | Poor | Good | Good | 63860 | 73.0 |
April 1993 | Poor | Poor | Good | Good | 56870 | 73.0 |
April 1991 | Poor | Serious | Satisfactory | Satisfactory | 41080 | 72.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 23,051 | 23,001 | 50 | 0 | 0 |
Steel Stringer | linear ft. | 22,696 | 22,681 | 0 | 15 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 158,880 | 158,880 | 0 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 6,047 | 6,047 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 66 | 66 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 284 | 284 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 347 | 322 | 20 | 5 | 0 |
Steel Pier Cap | linear ft. | 567 | 567 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,545 | 1,527 | 18 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Movable Bearing | each | 197 | 197 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 8,100 | 8,100 | 0 | 0 | 0 |